Structural Members and Frames by Theodore V. Galambos
Author:Theodore V. Galambos [Theodore V. Galambos]
Language: eng
Format: epub
Publisher: INscribe Digital
Published: 2016-02-29T16:00:00+00:00
Proceeding as before, we obtain the buckling condition in the following form (Eq. 2.22b in Ref. 3.10):
The corresponding nomograph is given in Fig. 4.19(b).
SUMMARY OF FRAME BUCKLING
In this section we showed how the elastic buckling load of plane frames can be determined by the slope-deflection method, and we derived approximate equations for the effective length of columns in regular plane frames. The elastic buckling load of a plane frame is an important parameter used in the approximate determination of the maximum strength of frames, as we shall learn in Chapter 6.
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